Plant-growing apparatus.



Patented Feb. 15, 1916.

9 SHEETS-SHEET l.

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v i ATToRNEY FL'W. TAYLOR. DECD. E. w. CLARK, 3u, ExEcuToR. PLANT GROWING APPARATUS. APPLICATION FILED JuLY 26. 1910.

WITNESSES F. W. TAYLOR. DECD. E.w.cLAR1 .sD,ExEcu ToR.

PLANT GROWING APPARATUS. APPLICATIDN FILED 1uLY26.191o.

1,171,558. Peeeneed Feb.15,1916.

9 SHEETS-SHEET 2.

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F. W. TAYLOR. DECD.

Patented 1161.151916.

9 SHEETS-SHEET 3.

WITNESSES F. `W. TAYLOR. DE'CD.

E. w. CLARK. su, ExEcuTon. PLANT GROWING APPARATUS. APPLICATION FILED lum/26.1910.

1,171,558. Patented 11611.15, 1916.

9 SHEETS-SHEET 4.

O D CO9 $0000 o (p15* Og www i i* F. W. TAYLOR. DECD. E. w. CLARK. 3D, ExEcuToR.

PLANT GROWING'APPARATUS. APPLICATION F|LEnJuLY2s,1s|o.

Patented Feb. 15, 1916.

9 SHEETS-SHEET 5.

INVENTOR /fl-v A TTORNEY LOR. DECD. K so, ExEcu WING PPAR ILED Y2@ JUL F. W TAY E. w. cLAR PLANT GRO APPLICATION F S '90 Patented F@b.15,1916.

9 SHEETS-SHEET 6| INVENTOR F. W. TAYLOR. DECD.

E. w.cLA11| so, ExEcuTon. PLANT GROWING APPARATUS. APPLICATION FILED 1u1v 26. 1910.

1,171,558. Peeented Feb.15,1916.

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w/TNEsss l I A TToRA/EY F. W. TAYLOR. DECD. E. W. CLARK. 3D, EXECUTOR. PLANT GROWING APPARATUS.

l APPLICATIN F|LE JULY 25 1910- 4 v 1,171,558. Patented Fehlo, 1916.

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F. W. TAYLOR. DECD.

E. w. CLARK. 3D. EXEcuToR. PLANT GROWING APPARATUS. APPLICATION FILED JULY 26. 1.910.-

9 SHEETS-SHEET 9.

l lNvENToR WITNESSES L A TTORNE Y Peeented Feb.15,1916.

FREDERICK W. TAYLOR., or PHILADELPHIA, PENNSYLVANIA; EDWARD w. er

EXECUTOB OF `SAIID TAYVLORfDECEASED :PLANT-GROWING APPARATUS. v

To all whom it 'm ay concern.' i

Be it known that" I, .FREDERICK IV. TAY- Lon, a citizen of lthe United` States of America, residing in the city and county of Philadelphia, inthe State off Pennsylvania,',

have invented a certain new yand useful Improvement 1n Plant-Growing Apparatus, of

,which the following is a true and exactdescription, reference being' had to the accomf panying drawings, which form a part thereof.

My present invention relatesV primarily to the meansemployed and steps taken to obtain a growth of grass such as is desired on the putting greens of .golf courses,jand in one aspect my invention .may be regardedas consisting in an improved putt-ing green lor like grass growing structure.'

- To obtain a satisfactory growth of grass suitable for the purpose specilied, it is es-- sential that the grass roots shoiildreceive a proper supply of nourishment, moisture and air, and the latter constituent is no less important' than the first two. In lgrowing grass on putting greens I believe it to be always desirable, and in some cases absolutel)v essential to, provide conditions which will cause the grass roots to penetrate thel soilto a considerable depth/,below the sur faceof the ground, I have found that the grass known as red fescue (Festuca vubra) which I consider one of the most, if not the most, desirable grass for putting greens, will`not prosper under climatic conditions such as are experiencedI in Philadelphia, Pennsylvania, for instance, unless the roots are caused to penetrate the ground for a distance of at least two or three inches, and the same is true to a greater or less extent with other grasses. This I believe to be due to the fact that the first two or three inches of ground below the surface vary in temperature rapidly with the temperature conditions at the surface of the ground. In particular this top layer dries out and bakes ver)v rapidly under the\direct action of the sun`sV ra vs on a hot siiminer day, with a consequent burning or scalding and deadening of the grass roots contained therein, unless vigorous and substantial extensions of the roots lie below this top layer and in contact wtha moist and coolerV portion of the ground. It is desirable also to provide conditions which will exclude worms and the consequent annoying worm cast-s from putting greens. Conditions should also be of which may blow on toithe putting'green. The general object of the invention is to provide `a grass growing bed characterized Aby the presence of the above-indicated desirable conditions, and the invention A consists in part in the arrangement and composition of the material actually penetrated by the growing grass roots, and in part inthe specification of Lettersratena Patentedlfeb.4 i5, 1916.v Application led July 26, 1910. Serial No. 573,958. i I i .such as to make diiicult vthe propagation of weeds or other foreign vegetation, the seeds' provisions made rfor supplying vthe grass i roots with the .necessary reservoir beneath the lmaterial in which the grass roots grow.

vA characteristic of the invention is the systematic manner vin which the Lputting green or the like is formed and treated to.

thereby iiisure the desired uniformity as well asexcellence in the turf conditions of T6 a large extent my .invention involves moisture from aj Y all parts of the green required to make a 'first class green.-

an appreciation and utilization of certainl ycharacteristics of granular bodies. It is a fact well known to those who have investi- 'gated the subject that a mass composed of rigidy granules' contains spaces or 'voids which in the aggregate form a considerable percentage of the total'volume apparently occupiediby the mass. In the case of. rigid spherical bodies or granules of uniform size.

the void volume is about forty per cent. of the total apparent volume, and this is independent of the actual 'size of the individual granules. 0f course the. smallertheparticles the smaller theindividual voids, but as the individual ,voidsv decrease in volume they vcorrespondingly increase in number. .W here the bodies are not smooth, but `are irregular in contour, the void space percentage increases, other things being equal. tThe percentage of void spacein ordinary fine.v sand is about the same as the percentage of void space in broken rock, such as is used, for inf stance, 1n -macadamizing streets, the voids forming about forty to fifty-five per cent. vof the total apparent volume. This void space is reduced by ramining about fifteenv per cent., that is, from an average volume of say forty-seven and a half per cent. to between forty and forty-one per cent.v The ,void space in a mass of sand or the like may be diminished in a regulated amount, however, by a proper selection and mixture of granules of dierent sizes, for if the individual voids. between the particles of large size are filled by smaller granules the aggregate void space left will. obviously be materially reduced. Y

`Whenever a mass composed of. sand or the like has its lower portion in contact with water, the `mass acts like a wick to lift water above the normal water level by capillary attraction. The amount of water which will be held in the mass and the height to which the water will be lifted will depend upon the percentage of void space in the mass and the dimensions of individual voids-the height to which the water will he lifted depending very largely on the latter. l have found. that by mining with ordinary sand a considerable percentage of sand which passes through a standard hundred mesh to the inch sieve and also a considerable percentage of sand grain fine enough to pass through a two hundred` mesh to the inch. sieve a mixture is obtained which will lift water to a height of forty or fifty inches, and by regulating the proportions of the different constituents, a sand mixture may be readily obtained which will lift water to any desired lesser height down to a couple of inches or so. The percentage of moisture which will beheld in the sand decreases as the distance above the water level increases. rilherate at which the moisture percentage tapers on is dierent in diiiferent sands and depends upon the granular character of the sands, varying, generally speaking, in.- versely with the height to whichy the sand will lift water. For convenience I call certain sands which will only lift water for relatively small distances, say up to ten inches, insulating sands, and refer to sands which will lift water higher as lifting sands.

ln carrying out my invention in its preferred form, l utilize the water lifting capacity of one or more suitably chosen sand 4 layersto carry water at the proper rate from a subterranean reservoir or Water supply which l locate below the grass growing bed, to the grass roots, and l' utilize a suitably chosen mixture of sand, gravel, pebbles, broken rock or the like, with suitable plant nourishing food to provide the nourishment, air spaces and root spaces necessary for the f production of a satisfactory growth of grass. The various features of novelty which characterize iny invention are pointed out with particularity in the claims annexed to and forming a part of this specification. For a better understanding of the invention, however, andthe advantages possessed by it, reference may be had to the accompanyin drawings and descriptive matter in which have illustrated and described several.` of the forms in which my invention may be carried out.

@fthe drawings, Figure 1 is a sectional elevation of a portion of a grass growing bed. Fig. 2 is a partial sectional elevation taken similarly to Fig. 1, but on a larger scale showing a lower portion of the bed. Fig. 2A is a view taken similarly' to and on the same scale as Fig. Qlshowing an upper portion of the bed. F ig. 3 is a partial sectional elevation. of a grass growing bed of slightly different construction from that shown in Fig. 1. Fig. 4 is a view taken similarly to Fig. 8, but on a larger scale. and showing a portion only of what is shown in Fig. Fig. 5 is a view taken similarly to Fig. 3, but showing a different construction especially adapted for use where under ground watering is not practised. ifig. G is a sectional elevation of a portion of a grass growing bed of irregular surface contour, illustrating one means for obtaining a transfer of moisture from the reservoir to the grass roots located at different levels above the reservoir. Fig. 7 is a view taken similarly to Fig. 3," but illustrating another arrangement for obtaining ya transfer of water from'the reservoir level to grass roots located at different distances above said level. Fig. 8 is a diagrammatic plan view illustrating one reservoir water supply arrangement. Fig. 9,is a view similar to Fig. 8 illustrating a different reservoir water supply arrangement. Fig. 10 is a section on the line 7 7 of Fig. 9. Fig. 11 is a partial plan of a putting green construction differing in some respects from those shown in the preceding figures. Fig. 12 shows the surface contour along the line 1x2-13 of F ig. 11. Fig. 13 is a partial sectional elevation on the line 12-13 of Fig. 11. Fig. 1l! isa partial sectional elevation on' the line 1l-e1l of Fig. 11. Fig. 15 isa partial sectional plan of a putting green structure provided with drainage columns, the section being taken on the line 15-15 of Fig. 16. Fig. 16 is a sectional elevation on the broken line 16-16 of Fig.`15. Fig. 17 is a sectional plan of a putting green structure, provided with ies a wire mesh .worm shield, the section being taken on the line 17-17 of Fig. 18; Fig. v18 is a sectional. elevation taken fon the line 1818 of Fig. 17. Fig. 19 is a partial sectional elevation. taken onthe line 19-19 of Fig. 20, illustrating a detail of construction which may be employed. Fig. 2O is a partial sectional pla-n taken on the line 20--2O of Fig. 19. Fig. 2l is a diagram illustrating the water lifting characteristics of certain granular compositions, and 2.9. is a sectional elevation showing a modified reservoir construction.

ln the drawings, and referring lirst to the construction shown in Fig. l., S represents the root hearing layer in which the rootsl live and grow. As shown, it is formed of layers S1, S2, S3, S4, the composition and certain speciiic functions of which are hereinafter iis described in detail. It will be sufficient at this point to say that the root bearing layer is so. arranged and constituted as to provide on the one hand, the necessary voids servingas air pockets and spaces .in which the roots may grow, and on the other hand ,to provide the food for the .plants and that it serves also to carry to the roots the necessary moisture fromthe upper surface of the body LS of lifting sand, which lies beneath the layer S and abovethe'water space W. The latter,

as shown, is filled with broken rock resting 4 on the bottom wali R- of the water containing reservoir located beneath the grass plot. The wallr of the reservoir R should be formed `of some impervious material, or

practically imperviousy material, and in practice I usually prefer to make it ofreinforced concrete. ,V

= The lifting sand LS should be of. such composition that it will hold a certain desired percentage ofv moisture or will hold moisture in excess of a certain minimum at its upper surface as hereinafter explained. A lifting sand having the desired water-lifting characteristics may be obtained in many cases by a suitable selection from the various natural sands available, and in other cases maybe obtained by mixing natural sands, or

. by screening natural sands and by using the screening either umnixed, or mixed with natural sands `or. with other screenings. Under some conditions it may be desirable to use as a lifting sand a'granular material which is not a. natural product. One material 'which I'have found advantageous for use as a highlifting sand is the material which I call M. O/sand. This is composed almost entirely of pure silica yand is used on a llarge scale in steel'making plants. The water lifting characteristics of granula" compositions may be readily determined .einy perimentally asrby preparing columns of the'x compositions to be tested, placing these colf umns to stand for a suitable period of time, determining according to well known methods the amount of' moisture contained` in samples taken from the columns at different heights abovethe water level.

In general the height to which a column l of sand will lift moisture, and the percentmay be fairly well foretold when the granuages of moisture which the sand will hold at different heights above the water level lar characteristics of the sand have been detei-mined by sievmg. Such a predeterminatin, however, 1s not very accurate or deinlte in the case of the very 'high lifting sands, due, I believe, to the fact that the capacity kof the sand to liftwater to a considerable height, say twenty inches or more, depends largely upon the presence `of particles too ,fine to be measured bythe ordinary sieving In the course of my 4experiments to deter mine the proper materials to be employed in the successfulpropagation vof grass, I have tested many 'different varieties of sand, and

by way bf example vI give the granular compositions and the water-lifting characteristics of five vof .these sands, which I'designate, for thepurpose of identification, as Jersey gravel, G -2'sand,' Philadelphia bar sand, garden sand, and the M. O. sand above referred to. Of these sands the Jersey gravel,

lPhiladelphia b`ar sand and garden sand are all natural sands found in the neighborhood of Philadelphia, Paly .The G 2 sand is ob'l tained by screening Jersey gravel, and the M. O. sand is mostly silica, as above eX- these five sands are givenl in the following table: l

Percentages fof certain granular compositions passing diferent sienes.

' 'f Length of Phila- Sieve meshes -side o( sieve G 2, delpha Jersey GardenM. O. z per inch. .openingsin sand bar gravel.' sand. sand. l inches. sand:

y i I E 5 .16 1o0 100. 100` 10o l sas 12.... .0583 97.7 97.9 88.8. 96.5' 83.5 20.. ..1 .0335 81.2 96.0 .77.8 89.9 78.0 40.. ..1 .0148 10.8 72.0 50.1 75.3 69.0 50. 0110 7.\9 42.5 34.6 67.4 65.5 .100 ..-....i .0055 1.3 3.0 7.3 35.8 46.0 200 i .0030 f 0.5 1.0 1.4 18.3 3.5

s I y It will be understood that the s ieves referred to above are standard sieves' 1n which .the number of meshes per Ainch means the n mberA of meshes per hnear inch.

IpIained. The granular characteristics of Aloo he water lifting characteristics of the 119 different sand compositions specifically. rev

:ferred to are graphically illustrated in lig. Q1, of the drawings, wherein the `absci'ss'al measured along the water line X.,X"repre sent themoisture percentages; and the ordinates measured along the line Y-i-Yrepresent the heights above the` water level line i X-X; and the ldifferent curves shown in y Fig. 21 show how the cbrrespondlngly named sand compositions vary 1n the percentages of moisture held by themv at different levels aboye the water level.

In the G 2 sand the voidF space isforty one and eight tenths (41.8) per cent. of the total apparent volume of the sand," and in the test, represented by the G 2 curve in Fig. 21, the percentage of moisture varied with the elevation above the water level, from a maximum of about thirty two (32) per cent. at the water level to practically nothing at two (2) inches above the water level. i

In the Philadelphia. bar sand the void space is forty-three and three tenths (43.3) per cent. of the total apparent volume, and in the test, the result of which is shown by the curve in Fig. 21, the bar sand held a little more than forty (40) Der cent. of moisy ture at the water level; thirty eight and three tenths (38.3) per cent. at an elevation above the water level of one and one half inches; twenty five and seven tenths (25.7) per cent. at an elevation of three and one half inches; fourteen and two tenths (14.2) per cent. at an elevation of four and one half inches; one and nine tenths (1.9) per cent. at an elevation of six and a half inches and practically `no moisture at a elevation of seven inches. Y

In the Jersey gravel the void volume is thirty three and three tenths (33.3) per cent.. of the total volume. This sand owes its vrelatively small void space to the fact that it is natural mixture of sand grains of d iii'erent size such that the voids-.between the larger grains are to a large extent lilled "nine and two tenths (29.2) per cent. of moisture was contained at an elevation of one inch above the water level; twenty three and six tenths (23.6) per cent. at an elevation of three inches; twenty one and four tenths (21.4) per cent. at an elevation of live inches; ten (10) per cent. at an elevation of six inches, and practically no water was held by the sand at an'elevation-of eight (8) inches. i

In the garden sand the void space forms about :fifty three and seven tenths per cent. of the total apparent volume, and in the test, the result of which is shown in Fig. 21, the percentage of moisture contained'in the sand at the water level was slightly over fifty per cent.; at live inches above the Water level it was a little over forty per cent.; at ten inches was thirty eight per cent.; at twelve incheswas a little over thirty-one per cent.; at sixteen inchesl above thev Water level was about twenty-four per cent.; at twenty-one inches was a little over nine per cent.; and at twenty-two inches above the water level was Zero.

In the M. O. sand the void space forms forty-seven per cent. of the total apparent volume, and in the test, the result of which is shown in' Fig. 2l,the percentage of moisture held at the water level was about thirty per cent., and this percentage decreased gradually with the elevation above the water level the percentage being twenty-one (21) at fifteen (15) inches above the water level, and a little over seventeen (1 7) at twentyfive inches; at-thirtyfive (35) inches, about twelve (12) per cent., and at fifty (59,,

ysubdivided as to make it proper to refer to will lift water higher than would be the case inches about nine (9) per cent. The high Watenlifting capacity of the hl. 0. sand is due, l believe, to the fact that a very considerable percentage of this sand is so inely it as an impalpable powder. ln considering the granular composition of the M. 0. sand with relation to its waterdifting capacity, it should be noted that this sand con-- tains a considerable percentage of lumps too coarse to pass a l0 mesh sieve, and yet which, with a small pressure can be crushed into very line particles `or grains and that owing to this peculiarity this sand probably if thesel were solid particles. rlhe rate at which Water is lifted by the M. sand above the level of say thirty-five (35) inches above thetreservoir water level is quite slow, too slow, l believe, under ordinary conditions to supply Water to a superimposed root-bearing layer fast enough to compensate for the loss by evaporation and to supply the needs of the roots contained in said superimposed root bearing layer.

ln the tests just referred to the sands were slightly compacted, but were by no 'means as dense as it is possible to maire them. The

. percentage of moisture held at any level. by

a lifting sand, and particularly a high lifting sand, varies, as l have pointed out, with ,Y the composition of the sand, and is aected by the density, or compactness of the sand, and of course it will be understood that the results given are determined experimentally y and in any case may involve slight errors,

but they do serve to illustrate the character of the dierences between the water lifting eects of'di'erent sands. lllith such an arrangement as that shown in Fig. 1, water falling on the surface of the groundin excess of the amount which Will be held in suspension, so to speak, by the root bearing layer will pass downward through the lifting sand into the reservoir, and l have found that a sand which will lift Water a considerable height above the Water level, say thirty -or forty inches, will pass water downward quite rapidly. As the lift- Y ing sand is composed in large part of tine 115 grain sands, provisions4 must be made to prevent the Watercoming down `through the lifting sand from carrying the ne sand particles into the-broken rock at the bottom of the` reservoir. This may Well be accorn 120 plished by interposing a suitable filter screen between the lifting sand and the broken rock. This screen may be similar to that j ordinarily used in lter beds. For instance,

it may be composed of layers, one on top of 125, another, of line broken stone, small pebbles, and tine sand. ln Fig. 2 F S is a filter screen composed of layers of this character indicated in the order named by the symbols FS, FS?, and FSS. Provisions must also M0 be made for carrying away from the reservoir any excess ofv water which may pass into the reservoir, ir order to avoid liability of'drowning the roots, so to speak, 'for if the grass roots are totally submerged in water, for even a few days in warm weather, the

absence of air, then excluded by the water,

results in deadening the roots, which begin lto ferment and decay.

While, as I have pointed out, the root bearing layei-,and the body of lifting sand beneath it, constructed and arranged in acs u n u cordance with my present invention are, 0n

account of their porosity, quite effective to pass an excess of water supplied to the surface of the ground downto the reservoir. I

rangement for this purpose consists in pro-- viding verticall drainage columns at frequent intervals in the body of the lifting sand, as illustrated in Figs. 15 and 16, where DC represents the drainage columns. These drainage columns are formed of a` very coarse,'open sandfor of a ine-gravel, and may be placed thirty inches'or so apart. I

prefer coarse sand to open gravel, as columns of coarse sand of the character specitied serve effectively as drains, and with the vcoarse sand there is much less liability of the lifting sand sifting into the columns andv filling` up the pores thereof, thanis the case wherethe columns are formed of open gravel. Preferably, l provide the drainage columns with horizontal branches DC at their upper ends, which maybe formed by making grooves in the upper surface of 'ther bodv LS of liftingsand and lilling these grooves with the same or like material that the bodies of the columns are composed of.

One of the main objects of these drainage columns is torprevent an excess of rainfall I or any top watering of the grass from interj fer'ing with the liquid supply of food which -should come up from the bottom of the reservoir tolthe grass roots. Such grass food, for

l instance, as nitrate offsoda, liquid cow mathen through the lifting sand to the reservoir, would carry away with it a large partl nure or lsheeps manure dissolved in water should in many cases be poured into the water inthe bottom of thereservoir beneath the. lifting sand.` From the reservoir such plant lfood and passed over to ,the above the lifting sand. j provisions were iliade, 1n the course of a heavy rain, for instance, the water soaking down through the root bearing layer and root bearing layer of the liquid plant food then impregnating the lifting sand, and being carriedbyit up is soaked up by the lifting sand lf no such drainage ranged as described, however, the excess of water falliii'gon the surface of the ground and carried down tothe reservoir for the most part. through the drainage -columns does notmaterially interfere with the liquid -wasted. With the drainage y columns arplant food contained in and being carried by the lifting sand up to the grass roots.

As ordinarily constructed .at the present time, some, in fact very many of the putting greens of the best golf courses have a nonlevel surface contour, and in Figs. 6v and T` I have illustrated two different types of constrgction for maintaining the proper amount of water inthe root bearing layer of a putting greenof irregular contour by the use of lifting sand which carries the water to the root bearing layer from a single reservoir located beneath the green.

In the arrangement shown in Fig. 6, P represents a water supply pipe formed of tile with open joints through which water may escape, the pipe and particularly the joints thereof, being covered with broken rock BR to break 11p the streams of water issuing from the pipe joints and prevent themfrom washing away the filter screen layer F S.` OP represents an overflow supply connection limiting the height of the water level in the reservoir R. This pipe may discharge d ectly'intothe surrounding ground, when e latter is composed of gravel or the like,vr adapted to drain off the watgr rapidly, or it may be continued to some suitable reservoir, dump or main drain.

The supply pipe connection SP to the pipe P lmay advantageously be controlled Ab v a valve vPV located within or adjacent to the Y limits of the putting Ygreen and adapted, for instance',I to be operated bya socket wrench inserted through a pipe PV leading from the surface of the ground at some convenient point within or close to the putting green and normally closed at its upper end b v the cover PV2. n this construction the body of lifting sand is divided into vertical columns LS1, LS, LS3, LS, L55, LS, of different heights and formed of lifting sands of different granular composition, the compost tion of each column of lifting sand being` so chosen. that the same percentage of moisture is maintained in the upper ends of the various columns by reason of their wick-like action. This arrangemenhrwith a root-bearing layer of. uniform character covering the tops ofithe various columns, insures a moisture distribution throughout the rootbearing layer, which does not vai'ywith the variations in the height of that layer above thereservoir level. lt is, of course, essex :tial that the percentage of moisture at the tops of the various columns of lifting sand should besuch that with the character of the particular rmt-bearing layer superimposed thereon the root-bearing layer will hold and maintain the proper percentage of moisture. In this form of the invention the water-lifting capacity of the root bearing layer may or may not be the same as the water lifting capacity of the material employed in some of narily contain substantially less moisture than will be held .by the port-ions of the columns at or slightly above the water level. lith this form ,of the invention it is apparent that the water level in the reservoir 4 must be kept at a substantially constant level. f

The arrangement shown in 'i' for supplying water to grass robts located at different levels above the reservoir is more simple, and ordinarily I consider it preferable to that shown in Fig.v 6. lVith the construction illustrated in Fig. 7 the body of lifting sand-LST may be a highlifting sand of such composition that moisturein excess of a predetermined minimum will be held by the sand at all points'along its upper surface, regardless of the differences in elevation between these dpoints and the. water level. lVith this arrangement the root bearing layer itself must be so constructedas to serve as a water distribution regulator, effective to maintain the proper percentage of water in its various portions, when it rests upon a body oflifting sand holding not less than a` certain minimum of percentage of' moisture at all points along its upper surface, and of cour'se the root bearing layer must. be of such a character that 1t will not A take up more water than is needed from the lifting sand at low pointspin the surface of the latter, where the percentage of moisture in the lifting sand .exceeds the minimum The minimum amount of moisture at the root bearinglayer is composed of small stones (hereinafter defined) with the spaces between the small stones more or less completely filled by line or high liftlng sand.7 usually mixed with some leaf mold, the minimum percentage of moisture 1n the l body of lifting sand LSl'may be smaller generally speaking than where the root bearing layer is composed of the same kind of small stones with the material in the void spaces thereof composed largely of a sponge like material, such as leaf mold, the proper ties of which are hereinafter referred to. This notwithstanding the fact that the percentage of moisture which will be held by the leaf mold itself will be substantially greater than the percentage of moisture held by the lifting sand inA the void spaces of the small stones of the root bearing layer.y when the two root bearing layers are placed on lifting sand supports holding the same moisture percentage at their upper surfaces, provided this moisture percentage is not less than the minimum necessary for the sponge like action of the leaf mold to become effective.

With the arrangement shown in Fig. 7 the root bearing layer as a whole should in general be of such a character as rdescribed by the term insulating sand and this is generally though not necessarily the case with all root bearing layers4 proper. lVith the arrangement shown in Fig. T any variation in the water level in the reservoir beneath the fect on the distribution of water in the root-` bearing layer S. The overflow connection OP may consequently be located ata height above the-bottom of the reservoir substantially greater than the corresponding height inthe construction shown in Fig. 6.-

The constructions illustrated in Figs. 6 and 7 are alile in that in each case between any point within the root bearing layer and the reservoir a wick is interposed which is formedin part by the body of lifting sand proper and in part by the portion of the root bearing layer at and beneath the point and above the lifting sand proper. This wick in each case serves to maintain the proper moisture in the root bearing layer and the percentages of moisture thus maintained at corresponding points in the two constructions maybe the same. lVith the construction shown in F ig. 'i' the regulation of the percentage of moisture at any point in the root bearing layer is determined by the y water lifting capacity of only a short poli-l tion of the`wick, namelyrthe portion. of the wick formed by the root bearing layer at and beneath the point. In the construction illustrated in Fig. 6, however, the percentage of moisture maintained at any point in the root bearing layer is really determined by the character of the portion of the .wick formed by the body of liftng sand below the root bearng layer, although, of course, it is true that the percentagev of moisture at any point in the root bearing layer is dependent upon the character of the root bearing layer lat and below `the point as well as on the,

. may be constructed and arranged in many different `ways.

In Fig. 8 thewater pipe P which may be composed of tile with open joints covered with broken rock BR as in the construction shown in Gand 7, is

arranged in convolutions in the bottom of the reservoir. ,SP represents a connection l l bottom of each reservoir should preferably be covered. as shownLby a layer BR of broken stone which is carried up above the water outlets RO, and is covered by the usual filter screen layer FS. The lifting sand LS covers the entirereservoirs including the tops of the chambers RW. y Water connections RS are provided between the different chambers RW'. in thedifferent reservoir sections, and air pipe RA shbuld also 'be provided for connecting the upper` por- `tions of the chambers to equalize the air to the inlet end of the pipe P through which- A water may be supplied from any suitable source. and OP represents the :overiow pipe. In the construction shown in Figs. 9 and 10.- the bottom of the reservoir iscovered by lbroken stone BR. which is heaped up adjacent the supply and overfiow, connections SP and OP respectively, .to prevent the streams of water entering and leaving through these pipe connections from washingdown and disarranging the lifting sand LS and the protecting filter screen layer FS. It will of course be understood that the supply connections SP. SVP may receive water from any suitable source. That is, the supply pipe may be connected to a water distribution system. or to a spring or reservoir or be fed from a wqell by a pump, or may take surface drainage from rains andemelting snow.depending on climatic conditions and the conditions of use. and this applies to all forms of the invent-ion in`A which the under green reservoir. and superimposed lifting sand arrangementis employed. The reservoir in some cases may be of greater area also than the surface of the green above it.

In the complete putting green structure shown in Figs. 11- 12. i3 and 14. R' and Re j represent two eservoirs underlying the 50 green and having different water levels to correspond with the general contour of the green. one half of which. as shown by the N contour line CL in Fig. 1:2.. is generally higher than the other half. The two reservoirs R' and R2 and the portions of the green abovethem are substantially identical. Asx shown, trough-like water-containin chambers RW are formed in the bottom o each reservoir., Preferably. as shown.lthey are formed of reinforced concrete and are provided 'with `reinforced concrete covers RW". At intervals along the length and at each side of each of these chambers RW. water outlet passages R0. lead away from the lower sides of the chambers RW. The

' arrangement.

ln constructing putting greens or the like pressure and water levels therein. SP2 represents a supply pipe adapted to convey surface drainage from the surface of each green section -to the reservoir section beneath it. As shown. the pipe SP2 is closed at itslower end as by means of the cement block SPB. and is provided with a discharge port SPO just below the under surface of the channel cover RW', through which the tube projects and the pipe is made removable so that silt and the like carried down into the pipe. may collect at its lower end and be 'readily cleaned out vfrom time to time. To facilitate the removal of the pipe .SP2 it is preferably surrounded by a/sleeve SPSlhaving itslower end embedded in thev cover RW. It will of course be apparentv that 'water may be supplied to each reser# voir section vby discharging water into it as through a hose yinserted in the pipe' SP2; GP2 represents the overflowvcoim'ection from leach reservoir section which discharges into a well or sewer M voutside of the reservoir adjacent the end of one of the channels.

The lifting sand LS in each section may be divided into vertical columns of different compositions as in Fig. 6,. or the arrange# ment of Fig. p'may beemployedyand as before indicated I usually Aprefer the latter the root bearing layer in which the grass roots live and grow are preferably formed byi mixing gravel, coarse sand or the like, with a-` suita le plant food, which itself has a considerable water lifting and holding capacity. In any event the material ycom.- posing the root bearing layer should be of such a character as to provide the desired i combination of'air spaces and food and wai ter supplies.

ln practicev l' have obtained excellent u results by employing as the principal plant foot constituent in the rootl bearing layer, the 'leaf mold or humus which is obtained from the upper layers of soil in hard wood forests. lincorporating this leaf mold in^smal1 stones to provide the desired porosity. In 125 some cases the leaf mold and small stones may have some tine sand added.

' By the term small stones as used herein and 1n the claims, mean toainclude stone or stone-like particles line enouglrA to pass 13 through a sieve of say one mesh to 12,; inch, and coarse enough to be held on a. sieve of, say, twenty mesh to the inch, regardless of whether or not these particles are in the forms commonly referred to as broken rock,.pebbles, coarse sand, or the like.

IVhile a considerable variation in the size of' thesmall stones used is permissible in forming different greens or different green portions and even larger stones than the largest mentioned inthe preceding paragraph, may sometimes be used, the small stones used in any one green port-ion should be tolerably uniform in size. has already been said it will be apparent that if the small stonesnlsed in any one green portion included substantial amounts of" stones of dierent siz'es the void space .would be substantially decreased and this would be objectionable.

The leaf mold which I prefer to use should be thoroughly decayed and for this reason I prefer to take the leaf mold not from the very top of the forest soil but from the layers slightly below the surface. The leaf mold should be free from coarse particles and for this reason I prefer to screen` it in many cases by passing it through a screen of say twenty mesh to the inch. By mixing the leaf mold with small stones in amounts insutlicient to fill the void spaces in the stones, a root-bearing layer is obtained which is admirably adapted -to provide the necessary air and root spaces, food supply and water-lifting and holding properties.

Certain important characteristics and properties of leaf mold -and specific modes of using it are hereinafter discussed in detail Attention is called at this point, however, to the fact that in some cases it is desirable to mix with the leaf mold incorporated with the small stones in the root-bear- -ing layer, more or 'less high-lifting sand on account of the water-lifting and holding properties ofithe latter. Of course it will be understood that in place of the leaf mold,

sirable to mix withthe leaf mold., when used, certain'other fertilizing materials such as bone meal. The leaf mold obtained in Vthe manner described is exceedinglysponge-like in its action, and in some'cases will hold..

water to the extent of seventy per cent. of its own bulk, and by mixing it with a granular mass composed wholly .or largely of small stones, I obtain a root-bearing layer, which, when properly supplied with moisture, serves admirably to provide the grassroots with nourishment, .air and water.

In making the root-bearing layer S of a putting green or the like, there are two principles of construction which may be fol? From what lowed. Toinduce the grass roots to penetratethe ground to the desired depth when constructed in accordance with one of these principles, the root-'bearing layer is composed of first, an upper germinating layer in which the grass seeds are yplanted and start to grow; second, an interi'nediate layer beneath the `germinating layer, which consists principally of small stones, and preferably contains some plant food and preferably serves to hold some moisture, but is generally of a lean and dry character so that the roots tend to pass through this layer in search of more abundant food and moisture supplies; and third, a layer of gravel or sand mixed withA substantially larger percentages of plant food and holding substantially more moisture than the second layer. T hese` three layers may each varyin composition and the second and third layers in particular may grade off more or less insensibly into each other, each layer may vary in thickness, and each may comprise one or more strata di'ering in composition. rlhe second or third layers may, one or the other or both, be formed in whole or in part to prevent, or may have incorporated in them means for preventing worms from working in the green.

The second principle of construction "which may be employed to induce the grass roots to penetrate the green to the desired depth consists in forming the portion of the root bearing layer beneath the upper germinating layer so that the individual food spaces therein are large and .are but partially filled with a substance which serves as a source of plant food for the roots and also to hold the proper moisture supply. 'ith a root bearing'layer constructed in accordance with this principle, the main grass roots have ample freedom to pass downward and Ato throw o' suckers to the moisture and food containing pockets, to thereby absorb food and moisture, selectively, so to speak, in ac- V i cordance with their requirements. other substances containing organic matel rial and certain mineral manures may be' employed, and in some cases it may be def In Fig. 1 I have illustrated a concrete example of a preferred construction of the root bearing layer S above mentioned. in which the first of 'the principles of construction is followed. In Fig l thelayer S is compod of four strata, S', S2, S3, S4. Of these the layer S4 directly superimposed on the lifting sand body LS is about one inch thick and is formed by mixing togetherV one part of leaf mold and three parts of the comparatively fine sand which I call garden sand, the leaf mold and sand mixture being moistened sufficiently to make the sand and leaf mold mix properly and to secure a close packing material without disturbing the surface of the lifting sand and without becomv ing disturbed by the putting in place of the layers or strata thereafter superimposed, and

to secure also an avoidance of an uneven distribution of particles of different size con-` tained in the layer.

In obtaining the mixture above specified as well as in the case of all other mixtures herein described the proportions are by volume and the sand andleaf mold are measured loose and not compressed and this applies to all other mixtures of solid material described herein.

The amount of water to 'be added to theV as cement .and sand are mixed in makingv mortar tests, and when the material forming the layer Sf is put in place it should be compacted as little as is practicable.

The layer S3 is about three and one-fourth inches thick and is formed of pebbles, which will pass a live mesh sieve and be held on an eight mesh sieve, mixed with leaf moldand moistened, two parts of leaf mold being mixed with seven parts of the pebbles. This layer after being put in placeshould be pressed or rolled down to make it as dense 4 as it is practical to make'it by such a pressing or rolling operation, for reasons hereinafter explained.

It should be noted that it is not feasible to compact pebbles or the like as much when the pebbles rest on a body of lifting sand as when the pebbles rest on a less yielding support. 4

|The layer S2 is generally similar to layer S3 although the pebbles are smaller and the amou'nt of leaf mold is reduced. In this stratum, which is about three-quarters of an inch thick, one part of the leaf mold is mixed with six parts of pebbles which pass a sieve of eight mesh to the inch and are held on a sieve of fourteen mesh. The layer S2 like the layer S3 is compacted by pressing or rolling to make it as dense as practicable. p

The germinating layer S is about threefourths of an inclrthick and is initially composed Yof eightparts by volume of germinating material and one part of Red Fescue grass seed. The germinating material is composed of one part of leaf mold in combination with one or more parts of the sand,

which I call Philadelphia bar sand. The

germinating material after being thoroughly mixed and properly moistened may be put in place by the use of a trowel O1 like device.

'The object of using a sand of the granular composition of Philadelphia barl sand in` combination with leaf mold asa germinating materlal 1s that with this sand the seeds germinate and the spears of grass nd .their Way to the surface about equally wellv whether the germinating layer is left loose or is compacted, say by being walked upon.

In Figs. 3 land 4 I have illustrated a putting green construction formed to provide large individual void spaces through which the. large grass roots may freely pass, the construction thus following the second of the two principlesof construction referred to` above. In Fig. 3,` S" represents the germinating layer, which may be identical in construction with the germinating layer of Fig.

l. Between the germinating layer and the L lifting sand is a layer S5, Which may be from 3 to 6 inches thick, and is formed by mixing pebbles which pass a sieve of two mesh to the inch, and are caught on a sieve of three mesh to the inch, with leaf mold, in the proportion of seven parts of pebbles to two parts of leaf mold, the mixture being moistened and compacted preferablyas described above with reference tothe strata S2 and S3.

As :'seen from Fig. 4, when the layer S5 is thoroughly compacted so that the pebbles SS bear against one another large individual v 95 void spaces S6 are left, which are only partiallylled by the leaf mold distributed throughout the layer.

The root-bearing layers heretofore described in detail are particularly adapted 4for use over a wet basin or reservoir from which Water-is carried to the grass roots by lifting sand. l

The vsame general principles of construction of the root-bearing layer apply however, when the root-bearing layer receives its moisture from above although, of course,

certain modifications are necessaryin such case. In Fig. 5, I have illustrated a concrete ing layer is a layer S7 preferably about f 'ive 4 inches thick, and' of the same composition,

as the layer S5 of Fig. 3 to witz. 'I he layer iscomposed of seven parts of pebbles which Ypass a sieve of two mesh to the inch arid are held on a sieve of three: mesh to the inch, mixed with two parts of leaf mold. Beneath the layer S7 is a layer S8 composedof leaf mold and broken stone, preferably' about 4 inches thick. In the layer Ssone part'of leaf i mold is mixed with three parts of broken stone. The layers S7 and SSmay advantageously be put in place and compacted in the manner described in connection ,with the layers AS? and S3 of the construction illus7 trated in Fig. l and the layers S7 and S8 may be compacted even more thoroughly than the layers S2 and S2. Beneath the layerV S8 is placed a layer S9 which may be about two inches thick and is formed of broken stone. In the construction just described the leaf mold in the layers or stratas S7 and S8 insures a retention in them due to the spongelike action of the leaf mold of a large percentage of water which passes down into the root-bearing layer, when the surface of the ground is watered either artificially or by rainfall. At the same time the large indi-l vidual void spaces prevents the roots extending into these strata from being smothered or drowned and the layer S2- is effective as a drainage shield to carry olf, either to a drain or to the supporting ground, when the latter is sufhciently' porous, the `excess of water passing down into the root-bearing layer at the times when heavy rainfalls 0ccur or excessive amounts of water are other- .wise supplied to the surface of the green.

It will be understood that the proportions and dimensions stated of the different rootquire or may make desirable different compositions and arrangements. The use of pebbles of tolerable unifor size as described above in the layers S2 and S2, insures a relatively large void space.

With pebbles generally round in shape and of the uniform size insured by the sieving provisions described, the void spacewill be about thirty-five percent. when the pebbles are thoroughly compacted. The'volume of leaf vmold added to lthe pebbles in the strata S2 and S3 is less than the volume of the void space in the pebbles and moreover, the measurements are by volume of the leaf mold and pebbles when dry and the leaf mold when throughly: wet shrinks and occupies a smaller volume than when dry. .The use of strata in the root-bearing laye formed and compacted as the strata S2. and, S3 are formed and compacted hasl twoiimportant advantages." In the first place the Vmowing, rolling and walking on the putting green which tend to mat down the grass on the surface of thegreen and make it smooth and uniform, as is highly desirable, dor not effect the already densely compacted strata S2 and S3, while in the case of putting greens yas heretofore constructed the mowing, rolling and walking on the green particularly when the green is wet not only smooth and Y vroll out the surface of the grass and the roots immediately below 'the surface, but also continually compact and make more dense the 'deeper portions of the root-bearing layer,

thus as time/goes on making less and less space between the grains of sand forl the grass roots to live and develop in. In the second place, the/compacted pebblefcontainlayers S2 and S2 aredifficult of penetration by worms. .I

Ordinarily, worms enter a putting green l from three directions. They come vin laterally under the green ,from the adjacent grass fields; they also come up after the winter vis over, from deep. down in the ground beneath the root-bearing layers; they'also travel across the top of the grass and bore down into the ground'from. the upper surface.- The hard rammed pebbles in stratas S2 and S2 are especially discouraging to Worms attempting to enter the putting green from beneath the 'root-bearing layer or to come in from the sides of the green.V Pebbles of the size specified above for thel layers S2 and S3 when compacted leave too small a space between the adjacent pebbles to permit the `worms readily to work in them, and the pebbles are too thoroughly' compacted and too large to be swallowed t form in composition with the remainder of the green. In some cases the material cut out informing-the new hole may bey placed bodily in the old cavity. In general, I pre fer however that the greenkeeper should have available material for.remaking the lower po-rtion of the'illing for eachabandoned holeas the corresponding portion of the green was made originally. rlhe sod and thepebbles containing the grass roots for two o`r three-inches below.V the surface, which are lcut `in making the new hole should'usually be put into the top of the abandoned hole. As an additional wormy preventive particularly effective in preventing worms from entering a putting green by boring down fro-m the upper surface, a worm shield may be' placed just below thev germinating layer. For instance, as shown in Fig. 2, A, a layer of broken glass of, say live eighths of an inch in thickness, is

placed just below the germinating layer. To prevent the material of the germinating layer from going down intoA the worm shield, the layer may advantageously be covered by a thin filter screen layer, such as is indicated by FS in Fig. 24. The lacerating action ofthe glass particles e'ectually prevents worms .working in thisy sort of/ worm shield. Another means which I have devised for excluding worms from putting greens or the like` consist in arranging a ylao `screen formed of-brass wire netting a little below the surface of the ground, this screen being formedv of fine brass wire. The mesh of the screen should be 'fine'enough toprevent worms from passing through it,'and I -believe it to be desirable also to have the mesh p of this netting substantially finer than is actually required to prevent worms from passing through it, in order that the netting may accomplish a second purpose, namely: that of discouraging the growth of weeds or foreign vegetation having roots coarser than the roots of the grass which it is desired "tof grow. By making this netting of a mesh such that there 'are fromthirty to sixty openings to the linear inch, I not only prevent worms from passing through the netting but also prevent the coarser varieties of grass and `weeds from thrusting their roots through the netting, although the interstices of the netting are sufliciently large to permit the satisfactory penetration of the Vroots of the red fescue or like grass. WhileA the netting will not vbe eective, of course, to prevent weeds and coarse grasses from starting to grow in the portion of the root-bear-l ing layer above the netting, it will by re-4 stricting the penetration of their roots into specifiedV above, makes the use of such new netting practically impossible, I have found the portions of the vroot-bearing layer below the netting, result in causing the weeds and coarser grasses to die out during the hot dry spells of the summer, and in this manner the netting prevents such weeds or grasses from obtaining a permanent foothold in the putting green or like grass plot.

Preferably, I arrange the netting just below the germinating layer S as shown in Figs. `17 and 18 where N indicates the netting.

While thecost of new brass wire netting of the line mesh essential for the purpose that second-hand wire netting such as is used in Fourdrinier machines and in otherbprocesses of pulp and paper making, and which issuitable for the purpose specified, can be obtained at lp rices which make it commercially feasible to employ such netting in putting green construction.

The leaf mold which I prefer to use asthe principal or sole solid plant -food constituent, has certain peculiar characteristics vand properties which affect and restrict the manner in which the leaf mold maybe successfully used. The :water-absorbing capacity of the leaf mold decreases with an'increase in its density. Loose leaf ,mold may be readily decreased to one half of its original volume by pressure yand while loose leaf mold under favorable conditions will hold about seventy per cent. ofits volume of water, the

compacted leaf mold will holdy only about forty or fifty er cent. of its volume ofgwater. A column of oose leafhmold will hold about the same percentage of moisture, say sixtyceptible souring or' rotting.

,height to which water will bev lifted, is somewhat increased but the percentage of water held by the leaf mold is decreased.

llVetting shrinks loose dry leaf mold about twenty per cent. in volume. While looseleaf mold placed on top of a body of lifting sand holding twenty to twenty-five per cent. of y moisture at its upper surface will absorb water from the lifting sand until the percen-tage of moisture held by the lower portion of the leaf mold rises to fifty per cent. or more, the leaf mold will not effectively absorb water from a liftinggsand support where the percentage of moisture in the lifting sand at its upper surface is not as high as fifteen per cent. or thereabout. Leaf mold exposed to air may be kept either wet or dry or alternately wet and dry indefinitely without permold when kept moist under conditions excluding air, soon rots however. For instance, a layer composed of pure leaf mold compacted and arranged in a root bearing layer a couple of inches or so below the ground will begin to rot in two or three days, if it is soaked with water, andwill be thoroughly rotted in the course of a few -weeks or months, although the same leaf mold may have been on the-ground in the forest in which itv was formed for a century or more. In order to provide `suiicient air space therein, I prefer, in formingy a rootbearing layer strata of leaf mold and small The same leaf stones, to keep the volume of leaf mold down to two parts orless of leaf moldv to seven parts of the small stones, when in the form of pebbles,falthough the proportion 0f leaf mold to small stones may be safely increased under favorable conditions, and in some cases I have obtained satisfactory results Y with a mixture composed of two parts of leaf moldto three parts of small stones in the form of'broken rock. The amount of leaf mold to be used depends upon the nature of the small stones with which it is mixed and also upon the degree of ramming or compacting which the mass receives. In any event the leaf mold ought not to be compacted for two reasons, first, because it tends to rot or sour when compacted, and second, there are then too few open root spaces when compacted. l/Vith pebbles or alifting sand if too little leaf mold or equivalent water-lifting material is put into the voids, the pebble mixture will not lift water high enough into the romL l Q" 

